TY - GEN
T1 - Simulating Watershed Erosion in BMGR Using AGWA Model
AU - Duan, Jennifer G.
AU - Poteuck, Michael
AU - Rosenberg, Abigail
AU - Zhou, Kang
N1 - Publisher Copyright:
© ASCE.
PY - 2017
Y1 - 2017
N2 - The watershed erosion model for the Barry M. Goldwater Range (BMGR)-West was developed by using the automated geospatial watershed assessment (AGWA) modeling tool. AGWA is a GIS-based hydrologic modeling tool that uses commonly available GIS data layers to fully parameterize, execute, and spatially visualize results for several watershed runoff and erosion models, including SWAT2005 and KINEROS2. SWAT2005 is an annualized erosion assessment model, while KINEROS2 is an event-based hydrology and erosion model that simulates sediment yield from each storm event. The range consists of three major watersheds, and each watershed was further delineated into many sub-watersheds. Precipitation, soil, and landuse data were obtained from the NOAA, STATSGO, and USGS public databases, respectively. The results from the SWAT2005 and KINEROS2 models showed the erosion and deposition depth at each basin depends on basin slope, elevation, soil type, and landuse.
AB - The watershed erosion model for the Barry M. Goldwater Range (BMGR)-West was developed by using the automated geospatial watershed assessment (AGWA) modeling tool. AGWA is a GIS-based hydrologic modeling tool that uses commonly available GIS data layers to fully parameterize, execute, and spatially visualize results for several watershed runoff and erosion models, including SWAT2005 and KINEROS2. SWAT2005 is an annualized erosion assessment model, while KINEROS2 is an event-based hydrology and erosion model that simulates sediment yield from each storm event. The range consists of three major watersheds, and each watershed was further delineated into many sub-watersheds. Precipitation, soil, and landuse data were obtained from the NOAA, STATSGO, and USGS public databases, respectively. The results from the SWAT2005 and KINEROS2 models showed the erosion and deposition depth at each basin depends on basin slope, elevation, soil type, and landuse.
UR - http://www.scopus.com/inward/record.url?scp=85021405109&partnerID=8YFLogxK
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U2 - 10.1061/9780784480625.031
DO - 10.1061/9780784480625.031
M3 - Conference contribution
AN - SCOPUS:85021405109
T3 - World Environmental and Water Resources Congress 2017: Hydraulics and Waterways and Water Distribution Systems Analysis - Selected Papers from the World Environmental and Water Resources Congress 2017
SP - 335
EP - 344
BT - World Environmental and Water Resources Congress 2017
A2 - Van Weele, Brian
A2 - Dunn, Christopher N.
PB - American Society of Civil Engineers (ASCE)
T2 - 17th World Environmental and Water Resources Congress 2017
Y2 - 21 May 2017 through 25 May 2017
ER -